A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Strength of frozen saline silt under triaxial compression with high strain rate
Frozen saline silt under triaxial compression with high strain rates and temperatures close to freezing of the pore solution is tested. The goal of this study is to examine the effects of high strain rates and hydrostatic pressures on the strength of frozen saline soil at temperatures close to the temperature of freezing. Results of shear strength tests are presented. The significant influence of strain rate, radial stresses, and temperature on shear strength is outlined.
Strength of frozen saline silt under triaxial compression with high strain rate
Frozen saline silt under triaxial compression with high strain rates and temperatures close to freezing of the pore solution is tested. The goal of this study is to examine the effects of high strain rates and hydrostatic pressures on the strength of frozen saline soil at temperatures close to the temperature of freezing. Results of shear strength tests are presented. The significant influence of strain rate, radial stresses, and temperature on shear strength is outlined.
Strength of frozen saline silt under triaxial compression with high strain rate
Sinitsyn, Anatoly O. (author) / Løset, Sveinung (author)
2011
Article (Journal)
English
Local classification TIB:
770/6545/8000
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
Strength of frozen saline silt under triaxial compression with high strain rate
| Online Contents | 2011
Strength of frozen saline silt under triaxial compression with high strain rate
| British Library Online Contents | 2011
Stress-Strain-Volume Change Modeling of Delhi Silt in Triaxial Compression and Extension
| Online Contents | 2012
Stress-Strain Relations of High-Strength Concrete under Triaxial Compression
| British Library Online Contents | 2007